(1 中国中元国际工程有限公司, 北京 100089; 2 中国建筑西南设计研究院有限公司, 成都 610042;3 北京建筑大学土木与交通工程学院, 北京 100044)

摘要: 以 RC 框架-核心筒高层隔震结构为研究对象,基于《 建筑抗震设计规范》 ( GB 50011—2010) 和《 建筑隔震设计标准》 (GB / T 51408—2021)两种规范,研究了两种规范不同隔震设计方法对结构关键设计指标的影响,明确了《建筑隔震设计标准》 (GB / T 51408—2021)隔震设计方法的设计控制指标,对比分析了两种规范设计的隔震结构的关键结构响应. 研究结果表明,《 建筑隔震设计标准》 ( GB / T 51408—2021) 隔震设计方法的控制指标为层间位移角. 对于相同的上部结构和隔震方案,与《 建筑抗震设计规范》 ( GB 50011—2010) 的隔震设计方法相比,采用《建筑隔震设计标准》 ( GB / T 51408—2021) 隔震设计方法,底部剪力比由 0. 377 减小到 0. 342,中震作用下最大层间位移角降低 12. 0%,大震作用下最大层间位移角降低 8. 5%. 采用《建筑隔震设计标准》 ( GB / T 51408—2021) 进行结构设计时,上部结构可以采用更柔的设计方案.

关键词: 高层隔震结构; 框架-核心筒; 陋震设计方法; 底部剪力比; 层间位移角

中图分类号:TU352. 1+2 文献标志码:A 文章编号:1002-848X(2022)05-0088-05DOI:10. 19701 / j. jzjg. CSWADI2010

Comparison on seismic isolation design methods of RC frame-core tube isolation structure based on"Code for seismic design of buildings" and "Standard for seismic isolation design of building"

LIU Lide1, WEI Zhong2, FU Kanlin2, LI Aiqun3, ZENG Demin3, XIE Linlin3, LI Yafei2

(1 China IPPR International Engineering Co., Ltd., Beijing 100089, China; 2 China Southwest ArchitecturalDesign and Research Institute Co., Ltd., Chengdu 610042, China; 3 School of Civil and Transportation Engineering,Beijing University of Civil Engineering and Architecture, Beijing 100044, China)

Abstract: Taking the RC frame-core tube high-rise seismic isolation structure as the research object, based on the " Codefor seismic design of buildings " ( GB 50011—2010) and " Standards for seismic isolation design of buildings " ( GB / T51408—2021) these two codes, the influence of different seismic isolation design methods in two codes on the key designindicators of the structure were studied. The design control indicators of the seismic isolation design methods in " Standardsfor seismic isolation design of buildings" (GB / T 51408—2021) were clarified. The key structural response of the designedseismic isolation structure of the two codes were compared and analyzed. The research results show that the control index ofthe seismic isolation design method of " Standards for seismic isolation design of buildings" ( GB / T 51408—2021) is theinter-story drift ratio. For the same superstructure and seismic isolation scheme, compared with the seismic isolation designmethod of " Code for seismic design of buildings" ( GB 50011—2010) , adopting the seismic isolation design method of" Standards for seismic isolation design of buildings" (GB / T 51408—2021) , the base shear ratio decreased from 0. 377 to0. 342, the maximum inter-story drift ratio decreased by 12. 0% under moderate earthquake, and the maximum inter-storydrift ratio decreased by 8. 5% under large earthquake. When " Standards for seismic isolation design of buildings" ( GB / T51408—2021) is adopted for structural design, a more flexible design scheme can be adopted for the superstructure.

Keywords:high-rise seismic isolation structure; frame-core tube; seismic isolation design method; base shear ratio;inter-story drift ratio

第一作者:刘立德,硕士,工程师,主要从事工程设计及建筑结构减隔震研究,Email:lukixwr@ sina. com.

[引用本文] 刘立德,魏忠, 付刊林,等. 基于抗规和隔规的 RC 框架-核心筒隔震结构设计方法对比研究[ J] . 建筑结构,2022,52(5) :88-92. LIU Lide,WEI Zhong,FU Kanlin,et al. Comparison on seismic isolation design methods ofRC frame-core tube isolation structure based on " Code for seismic design of buildings" and " Standard for seismic isolationdesign of building" [ J] . Building Structure,2022,52(5) :88-92.